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Plans (6) BUP2016 00186 VID INDEX OFAWI� S DEFERRED SUBMITTAL LEGEND � � °, °,f DR � ; . 2014 OSSC SECTION 107.3.4.2 (by separate permit) �" � 0 T1.1 TITLE SHEET, CODE SUMMARY PLAN, SITE PLAN AND NOTES FIRE SPRINKLER EXIT EXISTING EXITS 1�1� �1�i A8.1 PARTIAL SECOND FLOOR REFLECTED CEILING PLAN, NOTES AND DETAILS FIRE ALARM Architecture � Interl�nrs ''+ '' MECHANICAL ® EGRESS LIGHTING PATH Planning a Engineering SCOI WORKPE OELECTRICAL _ EXIT ILLUMINATION j THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS SUITE 200 M TEINJOANT 1 '_1 — '-' PROVE ME NN'T FOR AN EXISTING TENANT, ON THE SECOND OF SEVEN FLOORS, A DOWNSIZE E APPROX. NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN _ 13,169 SQUARE FEET. THE VACANT SUITE 250 WILL REMAIN AT 1,860 SQUARE FEET. WORK OF THESE SYSTEMS COMPONENTS. THESE SYSTEMS COMPONENTS SHOWN ON DOCUMENTS � � ' VACANT SUITE 250 / SYSTEMS/ COMPONENTS INCLUDE MINOR DEMOLITION AND NEW DEMISING WALL. �-------_.�j Portland,OR LIN`COLN ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT 503.224.9560 5DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW EXISTING CONSTRUCTION TO BE DEMOLISHED Vancouver,WA DESIGN/CODE DATA PRIOR TO SUBMITTAL 360.695.7879 10200 GREENBURG RD. GOVERNING CODE: 2014 OSSC Y EXISTING WALL TO REMAIN Seattle,WA IL I OCCUPANCY: B VALUATION 206.749.9993 EXISTING 1 HOUR RATED WALL TO REMAIN www.mcknze•com TIGARD, R �� CONSTRUCTION TYPE: TYPE I—B TENANT AREA (APPROX): APPROX. 13,169 S.F. VALUATION OF WORK = $8,000 EXISTING 2 HOUR RATED WALL TO REMAIN M AC !C E N Z I E OCCUPANCY LOAD: 132 NEW DEMISING WALL TO STRUCTURE, SEE 4/A8.1 DESIGN DRIVEN I CLIENT FOCUSED 2 REQUIRED EXITS, 7 EXITS PROVIDED TENANT APPROVAL' - EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE I�`" KEY NOTE FOR REFERENCE REMAINING VACANCY BUILDING IS FULLY SPRINKLED AND HAS NEPA SMOKE DETECTION " 1 SUITE 250: 1,$60 SF. WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER A8.1 ♦` ' / •1w. wrrw � � � �r� rrrrrrr � � .. .� rw � � � � � �rww .wr � � � � ,.. w� �krrrr �� ` GENERAL NOTES 400 S H O R E S T E I N " . . A. ALLE EXISTING G CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. . OTHERWISE. . - NAL, UNLESS NOTED OTNE . . . . . . C. ALL INTERIOR WALLS TO GO 70 UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. OTHERWISE. PARTIAL SITE VERIFICATION HAS BEEN Project .... f•`.,... ,I.. 2015, WHILE OCCUPIED) AND PLAN, INSURANCE ELECTRICAL AND CEILING INFORMATION HAS BEEN UPDATED SUITE 200 . - , - -. (OBSERVATION IS LIMITED 70 VISIBLE/ACCESSIBLE AREAS). AND CONFIRM ADDITIONAL TENANTIMPROVEMENT CONTRACTOR ACTOR TO FIELD VERIFY N RM ITI REQUIREMENTS WITH TENANT. PRIMERS AS WELL AS FINISH PRODUCTS. :, E. ZED, TO INCLUDE >°.• N L ALL NEW WALLS. ! 0 GREENBU 1 2110 RG RD. ! OR 1 TIGA KEYNOTES . , 1. ALIGN NEW DEM ISING WALL WITH EDGE 0 EXISTING COLUMN �* : ,. 6 2. CONFIRM EXISTING WALL TERMINATES AT STRUCTURE. IF � - TEND TO STRUCTURE L LI NOT, EX i 3. INFILL EXISTING DOOR OPENING WITH NEW GYPSUM BOARD. _ PROVIDE FLUSH FINISH EXTEND T0 STRUCTURE I F X REQUIREt� y AND 4. PAINT NEW WALLS ONLY OR WALLS ROOMS, AT BOTH ° ° EXIT EXIT / , 01��0 SUITE 200 AND 250, WHERE AFFECTED BY CONSTRUCTION _ TO MATCH EXISTING EXIT ' 5. EXISTING CARPET AND RUBBER BASE TO REMAIN NEW O RUBBER BASE AT NEW WALLS ONLY AND OR ENTIRE / OF WALLSIROOMS, AT BOTH SUITE 200 AND 250, WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. MACKENZIE 2016 ALL RIGHTS RESERVED6. TENANT ENTRY DOOR TO RECEIVE MORTISE LOCKSET AS DETERMINED BY LANDLORD A R WITH O TN RA N S ARE TH PRP R ESE D WIG E O E TY m OF MACKENZIE AND ARE NOT T SE U ED OR REPRODUCED IN ANY MANNER WITHOUT PRIOR WRITTEN PERMISSIONI113 0F EX ., REVISIONS: s. E BETWEEN TWO EXITS— REVISIONS REVISiflN DELTA "� TN GLOBIN A COMMONF TIG CITY LONGEST H 1 OF EGRESS 43 PA AppT roved by Planning _ _ r: z EX . . © ., ,: Date: IT �: , _ .. Init AREA RK F W . - sx lou.. SHEET TITLE:, . . D 'OR C D ,•.: _ . O E LIANCE TnE SHEET, R, r� CODE SUMMARY O k PLAN SITE PLAN � c� to caa�S AND NOTES : L Date: , •. c:cr_T:.t: ` �,/�l � • t' t ; PY DRAWN BY: ALC OFFICE C <- STRUCTURE PARKING S7RUCTURc`D PARIUNG _ CHECKED BY. SBH D SHEE • SW Oak Stet low 1 CODE SUMMARY .:3 _ 2 SITE PLAN L I FARMERt& ; II)ISURAN E T1.1 1/8"-1'-0" �. T1,1 5 LINCOLN JOB No. 2150950,12 TRUE PLAN TRUE �+ NORTH NORTH NORTH PERMIT SET: 06/01/16 215095012\4—DRAWINGS\ARCHITECTURAL\12—T7.1.DWG ALC 05/31/16 14:57 1:96,00 LEGEND GENERAL NOTES EXISTING WALL TO REMAIN A. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8 --8 t (EXISTING) AFF, UNLESS NOTED / `'��' OTHERWISE. i ` t V EXISTING 1 HOUR RATED WALL TO REMAIN B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE Architecture Interiors A. DETAIL 2/A8.1. m r r` ; .>' ! NEW DEMISING WALL TO STRUCTURE, SEE 4/A8.1 C. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL L, f � OTHER CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. Planning Engineering EXISTING CEILING GRID D. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL DRAWINGS WILL BE BY DEFERRED SUBMITTAL. g 'r ` EXISTING RECESSED LIGHT FIXTURE TO REMAIN E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON „ - COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. � EXISTING 2'x4' 24 HR EGRESS FLUORESCENT LIGHT FIXTURE TO REMAIN Portland,UR F. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON 503.224.9560 r EXISTING 2'x4' LIGHT FIXTURE TO REMAIN OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN Vancouver,WA ` \ 0 G CEILING. 360.695.7879 EXISTING 2'x4'. LIGHT FIXTURE TO BE RELOCATED G. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION Seattle,WA :49 TO MATCH EXISTING. EXISTING 24"x24" LIGHT FIXTURE TO REMAIN 206.749.9993 www.mcknze.com ` NEW OR RELOCATED 2'x4' FLUORESCENT LIGHT FIXTURE t EXISTING SUPPLY/RETURN VENT TO REMAIN DESIGN DR1YE" CLIENT FOCUSED ., a_ EXISTING SPEAKER ' EXISTING EXIT SIGN EXISTING SPRINKLER HEAD S H Cl R E S T E I N PARTIAL SECOND FLOOR REFLECTED CEILING PLAN- ��8_1 1/8"=1'-0" FLOOR OR ROOF STRUCTURE 5 LINCOLN STUD SIZE: 2,1�" POP RIVET RUNNER TO 7/8 WALL ANGLE AT 2 BERC 2 ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH 6 8 MAX. # Project SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT CLIP FARMERS INSURANCE STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER LIMITING WALL HEIGHT TABU SWE 200 ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS IN'T'ERIOR NON STRUCTURAL NON-COMPOSITE WALLS L/240 ® 5psf v o vMETAL DECK AS OCCURS TENANT IMPROVEMENTWITHIN 8" OF PERIMETER (� � _ • ° o LATERAL BRACING WITH APPROVED VERTICALDESIGNATION SPACING MAX. WALL HEIGHT _ CTION SPACE COMPRESSION STRUT AT 12'-0" OC EA WAY &_� ' , " . 2505125-18 24" 8'-4" Q (0 DNOT EFASTEN STUDS /// r..,C,UNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB " , v OR GYP BD TO RUNNER) 5 LINCOLN a 2505125-18 1s" s'-7" 10200 GREENBURG RD. TIGARD, OR "ATTACHED ~ '� e 250S125-27 24" 9'-10" .1" MIN CONT 18 GA METAL ' WALL" , o°� 250S125-18 16" 11'-3" • FASTENED TO DECK AT 2'-0" a62S125-18 24" 13'-5" OC STAGGERED 3 �� CE]UNG EDGE AT WALL z 5/8" TYPE 'X' GYP. BD, EA. SIDE f A 3625125-18 16" 14'-4" W/1" TYPE 'S' DRYWALL SCREWS NOTE: FOR UNATTACHED WALLS PROVIDE A 1/2 - " D. A TO 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP 3625162-33 16" 16'-5" "0AT VERTICAL JOINTS AND OC @ F R AND -- DO NOT SCREW BERC 2 CLIP TO TRACK 3625162-43 16" 18'--0" INTERMEDIATE STUDS }'-3 (GA FILE N0. TABLE MAX. LENGTH 6005162-33 16" FASTEN RUNNER 1200) 24'-6" � �. gA CROSS RUNNERS FIT BETWEEN MAIN RUNNERS _ TO (� PORT ND, 1/2" DIA CONDUIT (EMT) 5'-10" AT 2'-0" OG --MAIN RUNNERS AT 4'-0" OC 3/4" DIA CONDUIT EMT 7'-8„ INTERIOR NON STRUCTURAL NON-COMPOSITE WALL/360 {� 5psf SOUND BATT INSULATION AS OCCURS ��// 6'-0" MAX SUPPORT WITH #12 WIRE AT 4'-0" OC OR �• , » CERAMIC TILE FACING TYP AT DEMISING WALL `r „ ? DIA CONDUIT (EMT) qt—gotE>4 WITH #10 WIRE AT 5'-0- OC EA WAY SGL 1625125-33 MTL STUD 12'-0" METAL STUDS SEE WALL HEIGHT OF LATERALLY BRACE MAIN RUNNER TO ?-5 $"x20GA DESIGNATION SPACING MAX. WALL HEIGHT TABLE FOR GAUGE AND SPACING MACKENZIE 2016 NOTE: STRUCTURE AT 12'-0" OC EA WAY. BACK TO BACK 162S125--33 15'-0" 362S125-18 16" 12'-4" ct CONT ACOUSTIC SEALANT a ALL RIGHTS RESERVED ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6'-0" OF MTL STUDS 1-5 8"x2OGA EA SIDE AGAINST TRACK cx THESE DRAWINGS ARE THE PROPERTY" 362S125-33 16" 14'-3" 1 d OF MACKENZIE AND ARE NOT TO BE " .t w NO SEALANT AT SIM GOND CONNECTION DEVICES TO BE OF AN PERIMETER AND 2 FROM CROSS MEMBER SGL 250SI25-33 MTL STUD 13'-6" _, 1/2 MAX USED OR REPRODUCED IN ANY MANNER, APPROVED TYPE AND HAVE A 180 IN AREAS GREATER THAN i 000 SF " WITHOUT PRIOR WRITTEN PERMISSION # 2-1 2 x20GA BOTTOM TRACK TO FINISH I CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO BLDG WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH r- .... BACK TO BACK 2505125-33 15'-0" " " " CONCRETE FLOOR W/ POWDER DRIVEN I- WIRES 70 HAVE A 200 CAPACITY. STRUCTURE. TRAPEZE DUCT WORK 1/2 GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12--0" O.C. MAX. I- ca REVISIONS: # MTL STUDS (2-1/2 x2OGA) z SLAB ANCHORS AT 4'-0" OC AND OTHER LARGE OBSTRUCTIONS %.J q "�' c� z 2 SUSPENDE .., CEILING BRACING z 3 WALL HEIGHT TABLE _ `F ��P BD PARTITION a{ METAL DECK �w SHEET REVISION DELTA >� THIS CLOSING DATE Aw NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTSz A81 A8.1 3 THAN 2,500 SF PROVIDE HEAVY DUTY GRID SYSTEM. s SHEET TITLE: PARTIAL SECOND FLOOR REFLECTED CEILING PLAN, NOTES AND DETAILS DRAWN BY: ALC CHECKED BY: SBH, PDK SHEET: A011 JOB No. 2150950.12 PERMIT SET= 06/01/16 215495012\4_DRAWINGS\ARCHITECTURAL\12-A8.IXWG ALG 05/31/16 15.16 1;96.44